EUROCODE 2 WORKED EXAMPLES - Federbeton

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EC2 – worked examples 6-30 θ 11 = arctg (1300 / 860) = 56.5° θ 12 = arctg (1300 / 600) = 65.2° T 10 = F s = 1662 kN T 11 = A’ cot θ 11 = 2333 cot 26.5° = 1544 kN T 12 = B’ cot θ 12 = 333 cot 65.2° = 154 kN θ 13 = arctg (1300 / 1325) = 44.5° T 13 = A = 1167 kN T 14 = A cot θ 13 = 1167 cot 44.5° = 1188 kN T 15 = B cot θ 13 = 167 cot 44.5° = 170 kN T 16 = B = 167 kN design of tension rods Table of Content Fig. 6.19 Trusses in plan π2 and in plan π3. Tension rod Force (kN) Table 6.3 Required reinforcement (mm 2 ) Bars 10 (plinth tied reinforcement) 1662 4248 8φ26 11 1544 3946 9φ24 12 154 394 1φ12/20 (6φ12) 13 1167 2982 stirrups 10φ20 14 1188 3036 7φ24 15 170 434 1φ12/20 (5φ12) 16 167 427 Pile reinforcement
EC2 – worked examples 6-31 Table of Content Fig. 6.20. Schematic placement of reinforcements. Nodes verification Concentrated nodes are only present at the pedestal pile and on the piles top. In these latter, the compressive stresses are very small as a consequence of the piles section large area.: A 2333000 σc = = = 4.64 N mm 2 2 π ⋅rπ⋅400 2
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EUROCODE 2 WORKED EXAMPLES
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Copyright: European Concrete Platfo
Page 8 and 9: Foreword to Commentary to Eurocode
Page 10 and 11: EC2 - worked examples summary EXAMP
Page 12 and 13: EC2 - worked examples 2-2 EXAMPLE 2
Page 16 and 17: EC2 - worked examples 2-6 Set B (ve
Page 18 and 19: EC2 - worked examples 2-8 Table of
Page 20 and 21: EC2 - worked examples 2-10 Verifica
Page 22 and 23: EC2 - worked examples 2-12 Table 2.
Page 24 and 25: EC2 - Worked examples 4-2 Moreover:
Page 26 and 27: EC2 - Worked examples 4-4 EXAMPLE 4
Page 28 and 29: EC2 - Worked examples 4-6 We have:
Page 30 and 31: EC2 - worked examples 6-2 MRd3 must
Page 34 and 35: EC2 - worked examples 6-6 Determina
Page 36 and 37: EC2 - worked examples 6-8 • VEd =
Page 38 and 39: EC2 - worked examples 6-10 EXAMPLE
Page 42 and 43: EC2 - worked examples 6-14 Taking d
Page 44 and 45: EC2 - worked examples 6-16 ⎛ fck
Page 48 and 49: EC2 - worked examples 6-20 Fig. 6.1
Page 50 and 51: EC2 - worked examples 6-22 Assumed
Page 54 and 55: EC2 - worked examples 6-26 (applied
Page 62 and 63: EC2 - worked examples 6-34 Identifi
Page 64 and 65: EC2 - worked examples 6-36 Loading
Page 70 and 71: EC2 - worked examples 6-42 6.15.2 S
Page 72 and 73: EC2 - worked examples 6-44 single c
Page 78 and 79: EC2 - worked examples 6-50 where φ
Page 82 and 83: EC2 - worked examples 6-54 6.15.3 C
Page 84 and 85: EC2 - worked examples 6-56 σ 22,b
Page 88 and 89: EC2 - worked examples 6-60 procedur
Page 92 and 93: EC2 - worked examples 6-64 n1 , n2
Page 96 and 97: EC2 - worked examples 7-2 and then
Page 98 and 99: EC2 - worked examples 7-4 y = 395mm
Page 100 and 101: EC2 - worked examples 7-6 A = 0.002
Page 106 and 107: EC2 - worked examples 7-12 * * ⎡1
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EC2 - worked examples 7-14 σ s (2/
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EC2 - worked examples 7-16 0.1687
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EC2 - worked examples 7-18 EXAMPLE
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EC2 - worked examples 7-20 1⎡ λ
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EC2 - worked examples 7-22 Table of
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EUROCODE 2 WORKED EXAMPLES - Federbeton

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